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大水位变幅下多级闸控河渠自适应控制方法研究

杨忆昕 黄草 刘晋龙 李威岐 曹劲松

灌溉排水学报2024,Vol.43Issue(4):66-73,8.
灌溉排水学报2024,Vol.43Issue(4):66-73,8.DOI:10.13522/j.cnki.ggps.2023458

大水位变幅下多级闸控河渠自适应控制方法研究

Adaptive control method for multi-gate canals under large water level variations

杨忆昕 1黄草 2刘晋龙 3李威岐 1曹劲松1

作者信息

  • 1. 长沙理工大学 水利与环境工程学院,长沙 410114
  • 2. 长沙理工大学 水利与环境工程学院,长沙 410114||洞庭湖水环境治理与生态修复湖南省重点实验室,长沙 410114
  • 3. 北京市市政工程设计研究总院有限公司,北京 100082
  • 折叠

摘要

Abstract

[Objective]The aim of this study is to improve the accuracy of water level control,minimize water level oscillations,and improve the convergence efficiency of control algorithms for multi-stage gate-controlled canals operating under significant water level variations.[Method]We propose an adaptive predictive control algorithm(APC)which dynamically adjusts the parameters of the identification(ID)model based on real-time canal water level data and modifies the activation frequency of sluices.The performance of the APC algorithm is comprehensively evaluated and compared with other control algorithms under six distinct operational conditions.[Result]In comparison to the linear quadratic controller(LQR)and the model predictive controller(MPC)based on the ID model,the APC algorithm shows significant improvements in accuracy and reliability,reducing the regulation duration by 19%to 32%and 8%to 40%respectively,damping the cumulative fluctuation of the canal water level by 47%to 97%and 14%to 93%respectively,lowering the mean absolute deviation of canal water level by 24%to 77%and 5%to 59%,respectively.[Conclusion]The APC method can substantially improve the precision of water level control and the convergence for multi-stage gate-controlled canals.It is robust for various canal water level amplitudes,thereby providing a crucial technical support for advancing intelligent management of water conservancy infrastructures.

关键词

沙河/实时控制/积分时滞模型/模型预测控制/自适应方法

Key words

Sha-River/real-time control/integrator-delay model/model predictive control/adaptive method

分类

建筑与水利

引用本文复制引用

杨忆昕,黄草,刘晋龙,李威岐,曹劲松..大水位变幅下多级闸控河渠自适应控制方法研究[J].灌溉排水学报,2024,43(4):66-73,8.

基金项目

国家自然科学基金面上项目(52179004) (52179004)

湖南省水利科技项目(XSKJ2022068-04) (XSKJ2022068-04)

长沙理工大学研究生科研创新项目(CXCLY2022069) (CXCLY2022069)

灌溉排水学报

OACSTPCD

1672-3317

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